Attachment 2 - MAHG171095 Renovate Stennis Hall - Drawings.pdf
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- Attached to
- MAHG 17-1095 Stennis Hall
- Solicitation number
- FA301026R0010
About this file
This attachment contains construction drawings and design documentation for the renovation of Stennis Hall (Building 1002) at Keesler Air Force Base in Biloxi, Mississippi. The project, identified as MAHG 171095, involves comprehensive mechanical, electrical, plumbing, and fire protection system upgrades across both floors of the facility. Key renovation work includes replacement of HVAC equipment (chillers, CRAC units, and air handling units), modernization of restroom facilities, elevator refurbishment, electrical switchgear installation, and associated ductwork modifications. The drawings indicate phased construction sequencing, with second-floor mechanical room work to be completed before first-floor work, and critical infrastructure upgrades (such as switchgear installation) scheduled to occur between December 22 and January 5 to minimize operational disruption. The facility will remain occupied during construction, requiring coordination of work schedules with the contracting officer and building management to maintain egress routes and operational continuity.
The design team includes Eley Guild Hardy Architects as the primary architect, with Dell Consulting providing mechanical and electrical engineering services and I.C. Thomasson & Associates handling fire protection engineering. Construction drawings encompass overall floor plans, enlarged mechanical room renovation and demolition plans, restroom layouts with fixture specifications, phasing plans, life safety plans, and detailed assembly drawings for structural modifications at mechanical openings in the concrete deck. The contract specifies protection of existing trees and landscaping, proper disposal of demolition materials, daily site cleaning, and restoration of damaged surfaces. Secure areas within the facility require government escorts for contractor personnel, with a 45-day review timeline for submittals involving secure boundary penetrations. The project magnitude exceeds $10,000,000 and is designated as a Total Small Business set-aside.
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APPROVEDDRAWN
AIR EDUCATION AND TRAINING
COMMAND
DATEREVISION
UNITED STATES AIR
FORCE
MISSISSIPPI
FACILITY NUMBER:
SHEET OF
DRAWING NUMBER:
BILOXI
RECOMMENDED:
(Chief of Engineering)
SUBMITTED:
(Chief of Contracts Design)
SHEET NAME:PROJECT NUMBER:
CHECKED: DATE:
DRAWN:
OFFICE OF CIVIL
ENGINEERS
KEESLER AIR FORCE BASE
A. MARASCA G. REED
B1002
876543
D
E
B
C
A
87654321
G
F
E
D
C
B
A
G
F
A R C H I T E C T S
1091 TOMMY MUNRO DR.
BILOXI, MS 39532
Telephone: 228.594.2323 www.egh.ms
STAMPENGINEERARCHITECT
ISSUED FOR CONSTRUCTION
KEESLER AFB, BILOXI, MISSISSIPPI
PROJECT NUMBER: MAHG 17−1095
EGH PROJECT # 22−028
REPAIR STENNIS HALL B1002
FIRE PROTECTION:
I.C. THOMASSON &
ASSOCIATES, INC.
MECHANICAL,
ELECTRICAL, &
TELECOMM ENGINEER:
DELL CONSULTING, LLC
11 12
HH
HAS
KLK 2/20/24
MAHG 17-1095
MAHG 171095 REPAIR
STENNIS HALL
TITLE SHEET G000
REV. 7/1/24
FA301026R0010
Attachment #2
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Track Cinder
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Storage Boat
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INTERSTATE 10
INTERSTATE 110
US ROUTE 90
BILOXI BACK BAY
PASS ROAD
US ROUTE 90
INTERSTATE 10
US
ROUTE
DRAWING INDEXDESIGN TEAM
ARCHITECT
ELEY GUILD HARDY ARCHITECTS, PA
1091 TOMMY MUNRO DRIVE
BILOXI, MS 39532
228.594.2323
KYLE KISH, AIA, CDT, P.I.C.
EMAIL: kkish@egh.ms
HEIDI SCHATTIN, AIA
EMAIL: hschattin@egh.ms
MECHANICAL ENGINEER
DELL CONSULTING
129 EAST GOVERNMENT STREET
PENSACOLA, FL 32502
850.332.5687 x103
JASON MATIACIO, PE, BCxP, BEMP, LEED AP BD+C EMAIL: Jason@DellConsultingLLC.com
ROMESH CANEKERATNE, LEEP AP BD+C
EMAIL: Romesh@DellConsultingLLC.com
ELECTRICAL ENGINEER
DELL CONSULTING
129 EAST GOVERNMENT STREET
PENSACOLA, FL 32502
850.332.5687 x103
HAL DELL, PE, RCDD, LEED AP BD+C
EMAIL: Hal@DellConsultingLLC.com
FIRE PROTECTION
I.C. THOMASSON ASSOCIATES, INC.
104 EAST CHEROKEE STREET
BROOKHAVEN, MS 39601
601.823.0038
NAME: DANNY WARREN, PE, FPE
EMAIL: dwarren@icthomasson.com
ABBREVIATIONS
& AND
@ AT
< ANGLE
A/C AIR CONDITIONING
ACT ACOUSTICAL CEILING TILE
ADDT'L ADDITIONAL
ADJ ADJUSTABLE
AF ACCESS FLOORING
AFD AUTOMATIC FIRE DAMPER
AFF ABOVE FINISH FLOORING
ALUM ALUMINUM
ALT ALTERNATE
ARCH ARCHITECT
BET BETWEEN
BIT BITUMEN
BJ BAR JOIST
BLDG BUILDING
BLK BLOCK
BLK'G BLOCKING
BLT BUILT
BM BEAM
BO BOTTOM OF
BOT BOTTOM
B.R. BACKER ROD
CAP CAPACITY
CB CATCH BASIN
C/C CENTER TO CENTER
CCTV CLOSED CIRCUIT ELEVATION
CFH CUBIC FEET/HOUR
CFM CUBIC FEET/MINUTE
CI. CAST IRON
C.J. CONTROL JOINT
CL CLEAR
CLG CEILING
CLO CLOSET
CLR COLOR
CMU CONCRETE MASONRY UNIT
CONTR. CONTRACTOR
COL COLUMN
COMP COMPRESSION/COMPRESSED
CONC CONCRETE
COND CONDENSATE
CONST CONSTRUCTION
CONT CONTINUOUS
CPLING COUPLING
CPT CARPET
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTR CENTERS
C CENTER LINE
C.W. COLD WATER
D/DIA DIAMETER
DB DRY BULB
DBL DOUBLE
DEFL DEFLECTION
DEPT. DEPARTMENT
DET/DTL DETAIL
DISP. DISPENSER
DK DARK
DN DOWN
D.P. DAWNPROOFING
DS DOWNSPOUT
DWG(S) DRAWING(S)
EA EACH
EDF ELECTRIC DRINKING FOUNTAIN
EF EXHAUST FAN
EFC EACH FACE
EJ EXPANSION JOINT
ELEC. ELECTRICAL
EL/ELEV ELEVATION
EMBED EMBEDDED
ENGR. ENGINEER
ENT ENTERING/ENTRY
EOP EXISTING OVERHEAD PRIMARY
EQ EQUAL
EQUIP. EQUIPMENT
ES EXPOSED STRUCTURE
ESP EXTERNAL STATIC PRESSURE
EXH EXHAUST
EXPAN EXPANSION
EXT EXTERIOR
FA FIRE ALARM
FAC FIRE ALARM CABINET
FD FLOOR DRAIN
FAR FIRE ALARM REMOTE
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FFE FINISH FLOOR ELEVATION
FH FIRE HYDRANT
FIN FINISH
FLR FLOOR
F.O.C. FACE OF CONCRETE
F.O.B. FACE OF BRICK
FR FRAME
FS FLOW SWITCH
FT FOOT/FEET
FTG FOOTING
GA GAUGE
GALV GALVANIZED
G.C. GENERAL CONTRACTOR
G.F. CMU GROUND FACE CMU
GL GLASS
GPM GALLONS PER MINUTE
GYP.BD GYPSUM BOARD
HB HOSE BIBB
HC HANDICAP
HD/WR HARDWARE
HM HOLLOW METAL
HDN. HAND
HP HIGH POINT
HORIZ. HORIZONTAL
HR HOUR
HT HEIGHT
H.W. HOT WATER
HVAC. HEATING, VENTILATION,
AIR CONDITIONING
IC INTERCOM
INSUL INSULATION
INT INTERIOR
INV INVERT
JAN JANITOR
JT JOINT
JST JOIST
L LENGTH, LONG
LAM LAMINATED(D)
L.A.T. LAY-IN ACOUSTICAL CEILING
LAV LAVATORY
LF LINEAR FEET
LG LEG
LP LIGHT POLE
MA MIXED AIR
MAS. MASONRY
MAT'L MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFR/MFGR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
M.O. MANSONRY OPENING
MOD. MODIFIED
MRV MOISTURE RELEASE VENT
M.T. METAL THRESHOLD
MTD MOUNTED
MTL METAL
N/A NOT APPLICABLE
NF NATURAL FINISH
NIC NOT IN CONTRACT
NO./# NUMBER
NOM NOMINAL
NR NARROW RIB
NS NOT SHOWN
NTS NOT TO SCALE
OA OUTSIDE AIR
O.C. ON CENTER
OCEW ON CENTER EACH WAY
OH OVERHEAD
OPN'G OPENING
OPP. OPPOSITE
OZ. OUNCE
+/-.± PLUS OR MINUS
P/PT PAINT
PART'N PARTITION
PDI WATER HAMMER ARRESTOR
PF PREFINISH(ED)
PL PLATE
?? PROPERTY LINE
PLAS. PLASTIC LAMINATE
PLYWD. PLYWOOD
PNL PANEL
PP POWER POLE
PR PAIR
PREFAB PREFABRICATED
PROJ PROJECTION
PSF POUNDS/SQUARE FOOT
PSI POUNDS/SQUARE INCH
P.T.D. PAPER TOWEL DISPENSER
PVC POLYVINYL CHLORIDE
QT QUARRY TILE
QTB QUARRY TILE BASE
QTY QUANTITY
R/RAD RADIUS
RA RETURN AIR
RB RUBBER BASE
RD ROOF DRAIN
REF REFERENCE
REINF REINFORCED
REQ'D REQUIRED
RET RETURN
RM ROOM
RPM REVOLUTIONS PER MINUTE
RTU ROOF-TOP UNIT
SA SUPPLY AIR
SAN SANITARY
SCWD SOLID CORE WOOD
SD SPLITTER DAMPER
SECT SECTION
SF STOREFRONT/SQUARE FEET
SHT SHEET
SIM SIMILAR
SL SLOPE
SP SPACING
SPEC SPECIFIED/SPECIFICATIONS
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STRUCT. STRUCTURAL
SUP SUPPLY
SUSP SUSPENDED
SYN SYNTHETIC
T&B TOP AND BOTTOM
TBM TEMPORARY BENCH MARK
TEL TELEPHONE
T&G TOUNGE AND GROOVE
TH/THK THICK
THRESH. THRESHOLD
TLT TOILET
T.O. TOP OF
T.O.B. TOP OF BEAM
TOS TOP OF STRUCTURE
TP TOILET PAPER HOLDER
TRTD TREATED
TYP TYPICAL ALL SIMILAR
CONDITIONS
U.C. UNDER COUNTER
U.L. UNDERWRITER'S LABORATORY
UNO UNLESS NOTED OTHERWISE
VAR VARIES
VD VOLUME DAMPER
VERT VERTICAL
V.C.T. VINYL COMPOSITION TILE
VTR VENT-THRU-ROOF
V.W.C. VINYL WALL COVERING
W. WIDE, WIDTH
W/ WITH
WCO WALL CLEANOUT
WD WOOD
WG WATER GAUGE
WGVP WATER GAUGE VISION PANEL
WH WATER HEATER
WP WATERPROOFING
WV WATER VAUVE
WMF WELDED WIRE FABRIC
MATERIAL LEGEND
BRICK
BRICK IN SECTION
EARTH
CONCRETE IN
SECTION/PLAN
WOOD DOOR
METAL IN SECTION
GRASS
FINISH WOOD
ROUGH WOOD
CONSTRUCTION
IN SECTION
RIGID INSULATION
CAST STONE
GRAPHIC LEGEND
WOOD BLOCKING
CONT BATT INSULATION /
ACOUSTICAL BATTS
GYPSUM BOARD
FLOOR DRAIN
ROOM DESIGNATION
DOOR OPENING
WINDOW TYPE
COLUMN GRID LINE
DETAIL
ELEVATION
BUILDING SECTION / DETAIL
100A
ROOM NAME
A300
XX
A
6.2
WALL PARTITION TYPE
A200
A520
PROJECT MAP
BASE CONTRACTING
BLDG 4605
HDR
BLDG 4705
(DIVISION STREET)
SECURITY
POLICE
BLDG 3524
CONTRACTOR'S
TRUCK ROUTE
BLDG 1002
NOTE: CONTRACTOR TO
FINALIZE LAYDOWN AREAS
AND TRUCK ROUTES AFTER
AWARD. INFORMATION GIVEN
IS FOR PRICING ONLY.
MAIN GATE
/ VISITORS
CENTER
VICINITY MAP
KEESLER AIR FORCE BASE
BILOXI
OCEAN
SPRINGS
GULFPORT
BAY ST. LOUIS 20 MI.
NEW ORLEANS LA. 100 MI.
PASCAGOULA 20 MI.
MOBILE AL. 50 MI.
MISSISSIPPI SOUND
1. ALL DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO QUANTIFY THE
MATERIALS SPECIFIED AND INDICATE THEIR INTENDED RELATIONSHIP TO EACH
OTHER. THE DRAWINGS ARE NOT TO BE SCALED. THE VARIOUS SCALES USED ON
THE DRAWINGS MAY NOT ALLOW FOR ALL THE FITTINGS, OFFSETS, AND
ACCESSORIES THAT MAY BE REQUIRED TO COMPLETE THE WORK. THE
CONTRACTOR SHALL CAREFULLY INVESTIGATE THE CONDITIONS THAT WOULD
AFFECT THE WORK TO BE PERFORMED AND SHALL ARRANGE SUCH WORK AS
NECESSARY TO COMPLY WITH THE INTENT OF THE CONSTRUCTION CONDITIONS.
2. THIS PROJECT DOES NOT CONTAIN ASBESTOS MATERIAL IN THE CONSTRUCTION
AREA.
3. THIS PROJECT DOES NOT CONTAIN LEAD BASE PAINT MATERIAL IN THE
CONSTRUCTION AREA.
GENERAL NOTES
ADA / ABA DIAGRAMS GENERAL NOTES
THE OVERALL INTENT OF THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT IS FOR IT TO BE
IN FULL COMPLIANCE WITH THE 2010 ADA/ABA IN ITS ENTIRETY. ITEMS, DIMENSIONS, AND
CLEARANCES SHOWN ON THESE DIAGRAMS ARE TYPICAL PROJECT CONDITIONS AND ARE NOT
TO BE ALL INCLUSIVE, NOR MAY THEY ALL BE APPLICABLE FOR THIS SPECIFIC PROJECT. THEY
ARE SHOWN FOR GENERAL REFERENCE PURPOSES ONLY DEPICTING THE MINIMUM
REQUIREMENTS ALLOWED BY THE 2010 ADA/ABA STANDARDS FOR ACCESSIBLE DESIGN
(ADA/ABA). THESE DRAWINGS DO NOT REPRESENT A COMPLETE LISTING OF GUIDELINES OR
STANDARDS NECESSARY TO MEET THE 2010 ADA/ABA ACCESSIBILITY CODE REQUIREMENTS FOR
THIS PROJECT. IF A SITUATION ARISES DURING CONSTRUCTION WHERE A DISCREPANCY OCCURS
BETWEEN A DESIGNED DETAIL OR A BUILT CONDITION AND THE MINIMUM REQUIREMENTS SET
FORTH BY THESE DIAGRAMS OR ANY DIAGRAM IN THE 2010 ADA/ABA, IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE CONTRACTING OFFICER TO ASSIST WITH MAKING A
RESOLUTION PRIOR TO MOVING FORWARD WITH CONSTRUCTION OF THE AFFECTED AREA.
APPROVEDDRAWN
AIR EDUCATION AND TRAINING
COMMAND
DATEREVISION
UNITED STATES AIR
FORCE
MISSISSIPPI
FACILITY NUMBER:
SHEET OF
DRAWING NUMBER:
BILOXI
RECOMMENDED:
(Chief ofEngineering)
SUBMITTED:
(Chief of Contracts Design)
SHEET NAME:PROJECT NUMBER:
CHECKED: DATE:
DRAWN:
OFFICE OF CIVIL
ENGINEERS
KEESLER AIR FORCE BASE
G. REED
B1002
A
A R C H I T E C T S
1091 TOMMY MUNRO DR.
BILOXI, MS 39532
Telephone: 228.594.2323 www.egh.ms
STAMPENGINEERARCHITECT
FIRE PROTECTION
ENGINEERING:
I.C. THOMASSON &
ASSOCIATES, INC.
MECHANICAL,
ELECTRICAL, &
TELECOMM ENGINEER:
DELL CONSULTING, LLC
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
KLK 74
HAS
2/20/24
MAHG 17-1095
MAHG 171095 REPAIR
STENNIS HALL
DRAWINGS INDEX &
PROJECT INFORMATION G001
INDEX - GENERAL
G000 TITLE SHEET
G001 DRAWINGS INDEX & PROJECT INFORMATION
G002 SURVEY
G003 SITE PLAN
G004 PHASING PLAN
INDEX - ARCHITECTURAL
A100 OVERALL FLOOR PLANS
A105 ENLARGED RENOVATION PLANS - MECHANICAL
ROOMS - 1ST FLOOR
A106 ENLARGED RENOVATION PLANS - MECHANICAL
ROOMS - 2ND FLOOR
A107 1ST FLOOR ENLARGED RENOVATION PLANS -
RESTROOMS
A108 2ND FLOOR ENLARGED RENOVATION PLANS -
RESTROOMS & ELEV.
INDEX - FIRE PROTECTION
FD001 LEGENDS - FIRE PROTECTION
FD100 OVERALL DEMOLITION PLANS
FD105 ENLARGED DEMOLITION PLANS- MECHANICAL
ROOMS - 1ST FLOOR
FD106 ENLARGED DEMOLITION PLANS- MECHANICAL
ROOMS - 2ND FLOOR
FX100 OVERALL FLOOR PLANS
FX105 ENLARGED RENOVATION PLANS -
MECHANICAL ROOMS - 1ST FLOOR
FX106 ENLARGED RENOVATION PLANS- MECHANICAL
ROOMS - 2ND FLOOR
INDEX - MECHANICAL
M001 LEGEND, NOTES & ABBREVIATIONS
M101 1ST FLOOR NORTH - DEMOLITION
M102 1ST FLOOR SOUTH - DEMOLITION
M103 2ND FLOOR NORTH - DEMOLITION
M104 2ND FLOOR SOUTH - DEMOLITION
M111 1ST FLOOR NORTH - HVAC
M112 1ST FLOOR SOUTH - HVAC
M113 2ND FLOOR NORTH - HVAC
M114 2ND FLOOR SOUTH - HVAC
M401 ENLARGED 1ST FLOOR PLAN - DEMOLITION
M402 ENLARGED 2ND FLOOR PLAN - DEMOLITION
M411 ENLARGED PLANS AND SECTIONS- HVAC
M412 ENLARGED PLANS AND SECTIONS- HVAC
M413 ENLARGED PLANS AND SECTIONS- HVAC
M414 ENLARGED PLANS AND SECTIONS- HVAC
M501 DETAILS
M601 SCHEDULES
M602 SCHEDULES
M603 SCHEDULES
M604 SCHEDULES
M701 CONTROLS
M702 CONTROLS
M703 CONTROLS
M704 CONTROLS
INDEX - PLUMBING
P001 LEGEND, SCHEDULES AND DETAILS
P101 1ST FLOOR NORTH - DEMOLITION
P102 1ST FLOOR SOUTH - DEMOLITION
P103 2ND FLOOR NORTH - DEMOLITION
P104 2ND FLOOR SOUTH - DEMOLITION
P111 1ST FLOOR NORTH - PLUMBING
P112 1ST FLOOR SOUTH - PLUMBING
P113 2ND FLOOR NORTH - PLUMBING
P114 2ND FLOOR SOUTH - PLUMBING
INDEX - ELECTRICAL
E001 LEGEND, NOTES & ABBREVIATIONS
E101 1ST FLOOR NORTH - DEMOLITION
E102 1ST FLOOR SOUTH - DEMOLITION
E103 2ND FLOOR NORTH - DEMOLITION
E104 2ND FLOOR SOUTH - DEMOLITION
E111 1ST FLOOR NORTH - LIGHTING
E112 1ST FLOOR SOUTH - LIGHTING
E113 2ND FLOOR NORTH - LIGHTING
E114 2ND FLOOR SOUTH - LIGHTING
E121 1ST FLOOR NORTH - POWER & FIRE ALARM
E122 1ST FLOOR SOUTH - POWER & FIRE ALARM
E123 2ND FLOOR NORTH - POWER & FIRE ALARM
E124 2ND FLOOR SOUTH - POWER & FIRE ALARM
E201 ELEVATIONS
E501 DETAILS
E601 SINGLE LINE DIAGRAMS - DEMOLITION
E602 SINGLE LINE DIAGRAMS - NEW WORK
E701 SCHEDULES
E702 SCHEDULES
E703 SCHEDULES
INDEX - LIFE SAFETY
LS100 OVERALL LIFE SAFETY PLANS
INDEX - DEMOLITION
AD100 OVERALL DEMO PLANS
AD105 ENLARGED DEMOLITION - MECHANICAL ROOMS
- 1ST FLOOR
AD106 ENLARGED DEMOLITION PLANS - MECHANICAL
ROOMS - 2ND FLOOR
AD107 ENLARGED DEMOLITION PLANS & RCPS - 1ST
FLOOR RESTROOMS
AD108 ENLARGED DEMOLITION PLANS & RCPS - 2ND
FLOOR RESTROOMS
AD120 RESTROOM DEMOLITION PHOTOS
AD121 ELEVATOR & MECH ROOM DEMOLITION
PHOTOS
( SHEETS ARE BEST PRINTED IN COLOR)
SCO
SCO
S S
S S
20"20" Oak 20"
Oak 36"
Oak 16"
Oak 16"
Oak 16"
Oak 30"
Oak 20"
Oak 12"
Oak 12"
Oak 12"
GV
GV
GV
GV
T
E
E
E
T
T
18.35 18.08
17.88 17.4617.4417.6017.84
17.8717.8017.3717.1617.33
18.07
18.25
18.98 19.18
18.56
18.43
18.53 18.4518.0617.9618.0518.41
18.59
19.3218.9118.98
19.11
19.37
18.03 18.25
18.32 18.50
18.62 18.76
19.17 19.15
19.15
19.39
19.24
19.00
18.86
18.60
18.49
18.65
17.19 17.03
18.14
17.97 17.94
17.9117.5217.80
17.49
17.96
17.8917.7617.46
17.93
18.08 18.21
17.86 18.29
18.31 18.51
18.99 19.08
19.48
19.0318.6218.52 18.94
18.78
19.51 19.44
19.34 19.48
19.8519.2518.9219.1519.54
19.62 19.58
18.7419.40 19.61
20.07
19.35 18.70
18.60 19.80
19.74 19.33
19.39 19.38 19.76
19.65 19.40
19.46 19.30
19.28 19.33
19.31
19.42 19.34
19.70 19.96
19.6019.8619.8619.8319.78 19.8119.56
19.88 19.49
19.45 18.28
18.2818.28 18.27
18.42
18.58
18.58
18.38
18.01
17.65
17.75
18.46 18.73
18.97 19.12
19.31
18.80
19.26
18.52
18.30
18.11 17.9918.12
17.93
18.0318.16
18.56
18.73 18.98
19.20
19.29
19.30
18.82
19.26
19.53
19.8819.80 19.58
19.2819.24 19.2119.27
19.5318.96
19.2119.06
19.11 19.39
19.0919.0119.04 19.18
19.09
19.29
19.46 19.38
19.14
19.22 19.42
19.79
19.59 19.34
19.66 19.40
19.78 19.54
19.80 19.42
19.58 19.46
19.22
18.76
18.24 18.72
18.55
18.44
18.42
18.26 18.07
18.50 18.76
18.45
17.87 17.90
18.30 18.71
18.24
18.56 18.73
18.23 18.48
18.97 18.54
18.58
18.4418.63 18.83
18.93
18.94
18.60 18.49 18.96 18.67
18.86 18.56
18.21
18.17 18.2818.58
18.2118.56 18.51
18.2818.43
18.89
18.64
18.55 18.53
19.22 19.62
19.08
18.73 18.71
19.18
20.00 19.84
18.33
18.53 18.4618.48
18.55 18.79
19.34
19.80
20.39 20.76
18.75
18.82 19.15 18.95
18.77
18.93
19.49
20.38
20.55 20.76
19.90
19.10
18.81 19.01
20.10 20.22
19.07
18.94
19.08
19.2219.36
19.34
19.11
19.01
19.66 19.61
20.40
19.70
19.33
19.23
19.11
19.29 18.90
19.37 19.21
19.43
19.70 19.7219.38
19.59
19.16
19.40 19.28
19.67
20.04 19.84
19.33 19.02
19.11
19.43 20.00
19.94 19.27
19.44 19.77
19.86
19.09
19.11 20.01
20.0419.16
18.31 17.93
17.94
18.44
19.21
19.33 19.4019.14
18.43 18.07
18.06
18.38 18.16
18.66 18.75
18.37 18.34
18.95
18.98 18.88 18.98 18.68
18.55
19.29
18.88 18.97
19.13
19.10 19.03
19.24
19.53
20.03 20.31
20.72 20.85
20.97
20.78
20.4820.17
20.33
21.58 21.52
21.25 20.91
20.01
19.5319.17
19.98
20.34 20.47
19.67
18.73
21.60 21.4220.80
20.02 20.0419.90
20.28
20.57
19.78
19.17 18.98
18.75 18.04
18.30 18.91
18.31
18.36 19.08
21.13 20.95
21.26
21.60 21.6221.04
21.10
20.87 20.52
20.80 20.64
18.30
21.57
21.5620.40 19.98
20.38 21.57
19.80 19.07
19.80
18.95 20.15
20.21
20.27 20.17
20.6920.91
21.02
20.24
20.28
19.5618.49
18.59
18.60 19.77
19.86
19.50
19.97 20.22
20.20 20.7920.63
20.52 21.00
21.61
19.95
19.40 18.6118.85
19.03 18.5218.0417.9918.1618.48
19.89
20.02
20.79
20.61
20.51
20.27
20.21 20.05
20.07 19.72 19.61
19.26 18.54
18.72
18.75
18.95 19.46
19.67 19.52
19.50
20.35 20.14
20.35
20.44 20.89
20.90 20.93
20.30
20.68 20.06
21.18
21.33
21.0621.03
20.53
20.3120.58
21.56 21.5121.69
21.70
21.57
20.36 20.39
20.16 20.16
19.98
19.71
21.31
21.15 20.92
20.72 20.41
21.07
21.22
21.17 21.08
21.3821.5921.68 21.63
21.63 21.6321.64
19.60 19.5119.66 19.64
19.66 23.67 23.6523.68
21.34
19.21
19.1319.21
19.11 19.09 19.02 19.17
19.18
19.51
19.24 19.50
19.42 19.33
19.14 19.26
19.05
19.34 19.20
19.25 18.8119.06
19.28 18.45
18.24
17.92
17.79
17.97
21.60
21.0820.90 20.17
21.27
21.71 20.4420.16
20.43 19.97
20.04 20.41
21.16
20.30 19.94
20.63
20.48 20.11
20.67 20.09 20.00 19.99
21.23
20.94
21.61 21.42
20.98 20.83
20.30
20.2319.85
19.69
19.72
19.82
19.90 19.66
19.57
19.55 19.60
19.54
19.37
19.54 19.72
19.56 19.4319.9520.1820.32
20.32
20.38 20.28
19.99 19.7419.49
19.49 19.73
19.9620.26 20.44 20.4920.3920.68
WV
WV
DY
H WV
WV
WV
WV
WV
DY
H
DY
H
WV
WV
DY
HWV
WV
PIV
WV
FDC
WV
T
T
T T
CRF TICE
10" CREPE MYRTLE DRAINAGE INLET
GRATE EL: 18.16
W INV: 14.23
E INV: 14.23
DRAINAGE INLET
GRATE EL: 18.50
W INV: 14.07
SE INV: 14.00
12" Concrete Pipe 15" Concrete Pipe 15" Concrete Pipe
DRAINAGE INLET
GRATE EL: 18.62
W INV: 15.57
DRAINAGE INLET
GRATE EL: 18.01
E INV: 15.26
NW INV: 14.81
12"
CMP
D
STORM MANHOLE
GRATE EL: 20.32
SE INV: 14.42
W INV: 14.42
15" Concrete Pipe
DRAINAGE INLET
GRATE EL: 18.77
E INV: 13.95
S INV: 13.77
W INV: 13.79
DRAINAGE INLET
GRATE EL: 18.09
E INV: 14.13
W INV: 14.26
D 15" Concrete Pipe
" C on c r e t e
P i p e
18" Concrete Pipe
18" Concrete Pipe
SANITARY MANHOLE
TOP EL: 19.24
BOTTOM: 15.30
SANITARY MANHOLE
TOP EL: 19.26
BOTTOM: 13.96
SANITARY MANHOLE
TOP EL: 17.78
BOTTOM: 9.10 SANITARY MANHOLE
TOP EL: 19.22
BOTTOM: 8.00
18" Concrete Pipe
T
E
T
GV
WV
DY
H
FDC
PIV
D
S
SCO
CRF
PROPERTY DESCRIPTION:
A PARCEL OF LAND, BEING A PORTION OF SECTION29-TOWNSHIP 7
SOUTH-RANGE 9 WEST, LYING WITHIN HARRISON COUNTY, MISSISSIPPI.
SURVEY NOTES:
1. TYPE OF SURVEY: TOPOGRAPHICAL (SPECIFIC PURPOSE) SURVEY
2. THIS PROPERTY MAY BE SUBJECT TO BUILDING SETBACKS AND OTHER
RESTRICTIONS BY GOVERNING BODY.
3. THIS SURVEY DOES NOT INCLUDE THE IDENTIFICATION OR LOCATION
OF WETLANDS OR OTHER ENVIRONMENTALLY SENSITIVE AREAS.
4. BY GRAPHIC PLOTTING ONLY, THE SURVEYED PROPERTY IS LOCATED
IN ZONE "X" SHADED AS PER F.I.R.M. MAP NO. 28047C0291G, DATED
6/16/2009.
SURVEYOR'S CERTIFICATION :
I, MATTHEW C. ROBERTS, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE
STATE OF MISSISSIPPI, HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND
DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS
OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF
MISSISSIPPI TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF, AND
THE SURVEY SHOWN HEREON IS A PLAT OF THE PREVIOUSLY DESCRIBED
PROPERTY.
I FURTHER STATE THAT THE BUILDING/FOUNDATION NOW ERECTED ON SAID
LOT ARE WITHIN THE BOUNDARIES OF SAME AND THAT THERE ARE NO
ENCROACHMENTS BY ADJOINING PROPERTY, EXCEPT AS SHOWN; THAT THERE
ARE NO RIGHTS OF WAY, EASEMENTS, OR JOINT DRIVEWAYS OVER OR ACROSS
SAID LOT, VISIBLE ON THE SURFACE, EXCEPT AS SHOWN; THAT THERE ARE NO
CEMETERIES, STREAMS, RIVERS, PONDS, OR LAKES VISIBLE ON THE SURFACE
OF SAID LOT, EXCEPT AS SHOWN; THAT THERE ARE NO ELECTRIC OR
TELEPHONE WIRES OR STRUCTURES OR SUPPORTS THEREFOR, INCLUDING
POLES, ANCHORS, AND GUY WIRES ON OR OVER SAID LOT, EXCEPT AS SHOWN;
THAT ALL FENCES AND OTHER IMPROVEMENTS, VISIBLE ON THE SURFACE OF
SAID LOT, ARE SHOWN UNLESS OTHERWISE STATED HEREON; THAT THE SCALE
OF DRIVES, WALKS, FENCES, ETC. ARE IN SOME INSTANCES EXAGGERATED FOR
THE PURPOSE OF SHOWING DETAIL; THAT THIS DRAWING DOES NOT REFLECT
ANY TITLE OR EASEMENT RESEARCH OTHER THAN WHAT IS VISIBLE ON THE
GROUND OR PROVIDED BY THE CLIENT'S CONVEYANCE
MATTHEW C. ROBERTS, PLS DATE
MISSISSIPPI REG. NO. 3178
THIS SITE
H Street
G Street
1s t
St re et
2n d
St re et
Meadows Drive
E Street
Fisher Street
3r d
St re et
STORM DRAIN
SANITARY SEWER
WATER LINE
FIRE HYDRANT
WATER VALVE
TELEPHONE BOX
DRAINAGE INLET
SIGN
LIGHT POLE
STORM DRAINAGE MANHOLE
SANITARY MANHOLE
SANITARY CLEANOUT
UNDERGROUND POWER
GAS VALVE
GAS METER
10.00 EX. SPOT ELEVATION
GAS LINEGAS
BOLLARD
OAK TREE
PINE TREE
UP
W
SAN
POST INDICATOR VALVE
FIRE DEPT. CONNECTION
MANHOLE ELECTRIC
MANHOLE TELEPHONE
CENTERLINE
HANDICAP PARKING SPACE
CAPPED REBAR FOUND
CONCRETE SURFACE
LEGEND:
CREPE MYRTLE
VICINITY MAP
Biloxi, Mississippi
STORM
MANHOLE
TOP EL: 18.28
INACCESSIBLE
16 16
G STREET
H STREET
FI
RS
T S
TR
EE
T
STENNIS HALL
2-STORY CONCRETE BUILDING
8" CONCRETE HEADWALL
8" CONCRETE HEADWALL
8" CONCRETE HEADWALL
8" CONCRETE HEADWALL
8" CONCRETE HEADWALL
8" PVC Pipe 8" PVC Pipe 8" PVC Pipe
8" PVC
Pi pe
6" PV C
Pi pe
10" PVC Pipe 10" PVC Pipe 10" PVC Pipe 10" PVC Pipe
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
OVERHANGOVERHANG
OVERHANG
CONCRETECONCRETE
CONCRETE
CONCRETE
SIGN
10"
CONCRETE
WALL
10"
CONCRETE
WALL
AC
CHILLER
BUILDING
FFE:
19.82
ASPHALT SURFACE
ASPHALT SURFACE
ASPHALT SURFACE
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
FFE STAIRS:
21.74
FFE: 21.72
FFE: 21.65
CROSSWALK
CROSSWALK
CROSSWALK
CONCRETE
10"
CONCRETE
WALL
TRANSFORMER
TRANSFORMER
INACCESSIBLE
SCALE: 1" = 30'
Feet
0 30 60
APPROVEDDRAWN
AIR EDUCATION AND TRAINING
COMMAND
DATEREVISION
UNITED STATES AIR
FORCE
MISSISSIPPI
FACILITY NUMBER:
SHEET OF
DRAWING NUMBER:
BILOXI
RECOMMENDED:
(Chief ofEngineering)
SUBMITTED:
(Chief of Contracts Design)
SHEET NAME:PROJECT NUMBER:
CHECKED: DATE:
DRAWN:
OFFICE OF CIVIL
ENGINEERS
KEESLER AIR FORCE BASE
G. REED
B1002
A
A R C H I T E C T S
1091 TOMMY MUNRO DR.
BILOXI, MS 39532
Telephone: 228.594.2323 www.egh.ms
STAMPENGINEERARCHITECT
FIRE PROTECTION
ENGINEERING:
I.C. THOMASSON &
ASSOCIATES, INC.
MECHANICAL,
ELECTRICAL, &
TELECOMM ENGINEER:
DELL CONSULTING, LLC
2 3 4 5 6 7 8 9 10
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B
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D
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1 2 3 4 5 6 7 8 9 10
KLK 74
HAS
2/20/24
MAHG 17-1095
MAHG 171095 REPAIR
STENNIS HALL
SURVEY G002
SURVEY PROVIDED BY GULF STATES ENGINEERING, INC.
X XX
X
X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X XX X X X X
X X
X X
X X
X XX X
X X X X X X
X X
XXX
X
X X
X XX X X
X XXX
X
XXXX
X XX X XX X X X X
X X
X X
X
X X
X
X X
X X
X X
X X
X
X X
X
X X
X X
X X
X X
X
X X
X
X X
X X
1. CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY EXISTING SOD THAT IS
DAMAGED DURING THE SCOPE OF THIS PROJECT. ANY SOD REPLACED MUST
MATCH EXISTING SOD TYPE AND MUST BE ESTABLISHED FULLY BEFORE PROJECT
CLOSE OUT. ALL INSTALLED SOD MUST BE PROPERLY GRADED & ALLOW FOR
POSITIVE DRAINAGE IN DIRECTION OF EXISTING DRAINAGE FLOW (AWAY FROM
BUILDING).
2. THE CONTRACTING OFFICER HAS FULL RIGHT OF REFUSAL ON ALL ITEMS AND
MATERIAL CONTAINED WITHIN THE CONTRACT LIMITS.
3. CONTRACTOR IS TO ENSURE ALL WORK AREAS ARE CLEANED AT THE END OF
EACH WORK DAY.
4. CONTRACTOR SHALL PROTECT ALL EXISTING TREES/ LANDSCAPING WITHIN AREAS
OF WORK. CONTRACTOR SHALL REPLACE ANY TREES/ LANDSCAPING DAMAGED BY
CONTRACTORS DURING EXTENTS OF PROJECT.
5. CONTRACTOR SHALL PROTECT ALL EXIST. CONCRETE SIDEWALKS/ PAVEMENT AND
ALL EXIST. ASPHALT TO REMAIN DURING CONSTRUCTION.
6. CONTRACTOR TO PATCH/ REPAIR/ REPLACE CONCRETE/ ASPHALT DAMAGED
DURING DURATION OF PROJECT TO MATCH EXIST. CONDITIONS OR BETTER.
7. PATCH AND REPAIR ABUTTING SURFACES OF DEMOLITION ITEMS THAT ABUT TO
EXISTING COMPONENTS OUTSIDE THE LIMITS OF WORK.
8. FINAL SITE CLEANING: THE SITE SHALL BE CLEAR OF ALL DEBRIS, DEMOLITION
RELATED AND NON-RELATED (SITE TRASH).
GENERAL NOTES - ARCH. SITE PLAN
EXISTING BLDG TO
BE RENOVATED
LEGEND
PROJECT LIMITS
EXISTING TREE
TO REMAIN
LAYDOWN AREA WITH
CONSTRUCTION FENCING
8 FT TALL CONSTRUCTION FENCING
EXISTING CONCRETE
TO REMAIN
EXISTING ASPHALT
TO REMAIN
SOD/ SEED
8" CONCRETE HEADWALL
GRASS
WV
GV
GV
WVWV
WV
WV
WV WV
WVWV
GRASS
CROSSWALK
CROSSWALK
CROSSWALK
PIV
G STREET
PIV
STENNIS HALL
(BLDG 1002)
MAINTAIN CLEAR
DRIVE LANE
LOADING
DOCK
LAYDOWN
AREA
CONSTRUCTION
ACCESS
1S T
ST
RE
ET
H ST.
NEW CONDENSING
UNIT - SEE MECHCONTRACTOR TO INSTALL SOD
AROUND NEW MECH UNIT PAD;
SLOPE AWAY FROM BUILDING &
PAD; TIE INTO EXISTING GRADES
- 1
0'
- 0
+/- 23' - 0"
LAYDOWN
AREA
CONSTRUCTION
ACCESS
1. ALL CONSTRUCTION ACTIVITIES THAT AFFECT AREAS OUTSIDE OF THE FENCED
CONSTRUCTION SITE AS SHOWN SHALL BE APPROVED BY CONTRACTING OFFICER.
2. BUILDING WILL REMAIN OPERATIONAL DURING THE ENTIRE DURATION OF
CONSTRUCTION. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH
CONTRACTING OFFICER UNDER ANY CIRCUMSTANCES THAT MAY AFFECT TRAFFIC
AND MOVEMENT OF PEOPLE AROUND THE BUILDING.
3. A PORTION OF THE EXISTING PARKING SHALL BE USED FOR CONSTRUCTION
ACTIVITIES. THIS INCLUDES LAYDOWN AND CONTRACTOR PARKING. ADDITIONAL
AREA REQUESTS ARE TO BE REVIEWED & APPROVED BY THE CONTRACTING
OFFICER.
4. CONTRACTOR TO PROVIDE PLAN TO CONTRACTING OFFICER PRIOR TO
COMMENCING WORK. PLAN TO INCLUDE FENCE LOCATION, ACCESS POINTS,
DUMPSTERS, JOB TRAILER, PORTA POTTIES, ETC. LAYOUT PLAN TO BE APPROVED
BY CONTRACTING OFFICER.
CONSTRUCTION ACTIVITIES NOTES
TEMPORARY
FENCING
TEMPORARY
FENCING
DR
IP
LI
NE
1. PROTECTION ZONE SHALL BE TO THE DRIPLINE OF THE TREE. FOR SMALL CALIPER
TREES, THE PROTECTION ZONE SHALL BE 6 FOOT MINIMUM DIAMETER.
2. TEMPORARY FENCING SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE
SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). TO INSTALL FENCE
POSTS, AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS.
3. THERE SHALL BE NO SOIL DISTURBANCE UNDER THE DRIP LINE OF TREES TO BE
PRESERVED.
4. NO EQUIPMENT OR MACHINERY SHALL BE USED WITHIN THE PROTECTION ZONE.
WORK WITHIN THE PROTECTION ZONE SHALL BE DONE MANUALLY.
5. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE IS ALLOWED
WITHIN THE LIMIT OF THE PROTECTION ZONE.
6. SOD ALL LAWN AREAS DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITY. NO
PARKING OR LAYDOWN ALLOWED BENEATH DRIPLINES OF EXISTING TREE
CANOPIES EXCEPT WHEN LAYDOWN OCCURS IN AREAS WITH EXISTING ASPHALT.
TREE PROTECTION NOTES
APPROVEDDRAWN
AIR EDUCATION AND TRAINING
COMMAND
DATEREVISION
UNITED STATES AIR
FORCE
MISSISSIPPI
FACILITY NUMBER:
SHEET OF
DRAWING NUMBER:
BILOXI
RECOMMENDED:
(Chief ofEngineering)
SUBMITTED:
(Chief of Contracts Design)
SHEET NAME:PROJECT NUMBER:
CHECKED: DATE:
DRAWN:
OFFICE OF CIVIL
ENGINEERS
KEESLER AIR FORCE BASE
G. REED
B1002
A
A R C H I T E C T S
1091 TOMMY MUNRO DR.
BILOXI, MS 39532
Telephone: 228.594.2323 www.egh.ms
STAMPENGINEERARCHITECT
FIRE PROTECTION
ENGINEERING:
I.C. THOMASSON &
ASSOCIATES, INC.
MECHANICAL,
ELECTRICAL, &
TELECOMM ENGINEER:
DELL CONSULTING, LLC
2 3 4 5 6 7 8 9 10
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B
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D
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F
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1 2 3 4 5 6 7 8 9 10
KLK 74
HAS
2/20/24
MAHG 17-1095
MAHG 171095 REPAIR
STENNIS HALL
SITE PLAN G0031/16" = 1'-0"A109G003
1 SITE PLAN
NOT TO SCALEG003
2 TYPICAL TREE PROTECTION DETAIL
4NO
RT
H
SCALE: 1/16"=1'-0"
0'16' 16' 32'
DN
DN
DN
MECHANICAL
ELECTRICAL
101A
AUDITORIUM
102/103
OFFICE
STO
104A
OFFICE
105C
OFFICE
105A
OFFICE
105B
CONFERENCE
OFFICE
I.T.
OFFICE
109A
I.T.
109BOFFICE
STAFF
111A
STAFF
111B
OFFICE
CONFERENCE
OFFICE
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
BREAK ROOM
MECHANICAL
ELECTRICAL
120A
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
BREAK ROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
RESTROOM
155B
RESTROOM
140B
COMM
COMM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
RESTROOM
140A
BREAK AREA
CLASSROOM
CLASSROOM
OFFICE
MECHANICAL
ELECTRICAL
146A
OFFICE
148B
OFFICE
147B
OFFICE
147A
CLO
I.T.
148A
CLASSROOM
CLASSROOM
152 INSTRUCTOR
154A
STORAGE
154B
STORAGE
154C
OFFICE
154D
ENTRY
OFFICE
154E
OFFICE
CLO
MECHANICAL
ELECTRICAL
163A
RISER
163B
MECHANICAL
CLO
OFFICE
157A
OFFICE
157B
STO
OFFICE
153B
STORAGE
153C
CLASSROOM
CLASSROOM
CLASSROOM
CLO
OFFICE
141A
OFFICE
141B
OFFICE
139C
STORAGE
ELEV EQUIP
RESTROOM
155A
T T
+/- 40 SF
R1
R7
R2
R2
ELECTRICAL
204B
MECHANICAL
204A
CLASSROOM
204C
CLASSROOM
OFFICE
OFFICE
CLASSROOM
OFFICE
210A
STOR
210B
OFFICE
210COFFICE
210D
RESTROOM
STORAGE
CONF ROOM
228A
CLASSROOM
CLO
228B
COMM
ELEC
BREAK ROOM
RESTROOM
CONFERENCE
ROOM
OFFICE
STORAGE
222B
STORAGE
222A
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
MEETING
222C
MECHANICAL
221A
ELECTRICAL
221B
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
COMM
CLASSROOM
CORRIDOR
OFFICE
OFFICE
RESTROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
CLASSROOM
MECHANICAL
246A
ELECTRICAL
246B
OFFICE
OFFICE
CLASSROOM
CLASSROOM
252A
STOR
253A
STOR
252B
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
MECHANICAL
263A
ELECTRICAL
263B
CLASSROOM
CLASSROOM
CLASSROOM
OFFICE
OFFICE
251A
CLASSROOM
255A
BREAK ROOM
250A
CLASSROOM
248A
CLASSROOM
CLASSROOM
232A
CLASSROOM
229A
CLASSROOM
227A
STOR
248B
STOR
STOR
250B
STOR
232B
STOR
255B
STOR
229B
STOR
251B
STOR
227B
RESTROOM
258A
RESTROOM
258B
CORRIDOR
258C
SECURE AREAS / SECURE BOUNDRY
PHASING PLAN LEGEND
EXISTING WALL
NEW COMPUTER ROOM UNIT - SEE MECH
NEW AIR HANDLING UNIT - SEE MECH
TEMP HVAC REQUIRED - SEE MECH
GENERAL NOTES - PHASING PLAN
1. THE ENTIRE SECOND FLOOR WILL BE PROVIDED TO THE
CONTRACTOR FIRST FOR HVAC QUADRANT AND RESTROOM
WORK.
2. THE CONTRACTOR IS TO COMPLETE THE SECOND FLOOR
HVAC QUADRANT MECHANICAL ROOM WORK PRIOR TO
WORK ON THE FIRST FLOOR HVAC QUADRANT MECHANICAL
ROOMS. THE ENTIRE FIRST FLOOR WILL BE PROVIDED AT
ONE TIME.
3. RESTROOM WORK TO OCCUR AT THE SAME TIME AS THE
PHASE OF THE HVAC QUADRANT MECHANICAL ROOM WORK.
4. REPLACEMENT OF THE CRACS (CRAC UNITS -6,-7,-8,-9,-10-11)
MAY OCCUR PRIOR TO WORK ON THE FIRST FLOOR
QUADRANT HVAC ROOMS. THE CONTRACTOR IS TO
COORDINATE WITH THE CONTRACTING OFFICER.
5. PENETRATIONS FROM THE SECOND FLOOR TO THE FIRST
FLOOR ARE TO BE COMPLETED DURING THE SECOND FLOOR
WORK; INCLUDING ALL SECURITY REQUIREMENTS OF THE
DUCTWORK.
6. THE SWITCH GEAR NEEDS TO BE INSTALLED BEFORE THE
FOLLOWING CAN OCCUR:
a. ELEVATOR REFURBISHMENT
b. CHILLER REPLACEMENT/ INSTALLATION
c. 1ST FLOOR NORTHWEST QUADRANT
MECHANICAL ROOM REFURBISHMENT
d. REPLACEMENT OF CRAC
UNITS -1, -2, -3, -4, -5, -12, -13, -14, -1.1
e. THE ENTIRE BUILDING WILL BE DOWN DURING
THE REPLACEMENT OF THE SWITCHBOARD (MAX
OF 7 DAYS – TO OCCUR BETWEEN DECEMBER 22
AND JANUARY 5)
7. ONE CHILLER CAN BE TAKEN DOWN AT A TIME; THE OTHER
CHILLER NEEDS TO REMAIN FULLY OPERATIONAL.
8. BACKUP DX HVAC UNITS ARE TO BE PROVIDED IN THE
CENTRAL ELECTRICAL/COMM ROOMS 131, 132, 230 & 231
DURING WORK ON THE CHILLERS AND THE WORK PHASE
FOR THAT SPECIFIC FLOOR.
9. A NEW ELECTRICAL SUBPANEL IN THE 1ST FLOOR
NORTHWEST QUADRANT IS TO BE FED FROM THE
SOUTHEAST MAIN ELECTRICAL ROOM. ITEM 9 MUST OCCUR
PRIOR TO ITEM 6.C & 6.D.
10. THE REDUNDANT DX CRAC UNIT IN ROOM 109 NEEDS TO BE
INSTALLED BEFORE THE EXISTING ONE IS REPLACED.
11. MULTIPLE EAST QUADRANT CRAC UNITS, TO BE REPLACED,
ARE FED FROM THE WEST SIDE; THE ELECTRICAL WIRING
MUST BE RE-FED THROUGH EXISTING RACEWAYS/CONDUITS.
12. THE BUILDING WILL BE OCCUPIED DURING THE WORK,
INCLUDING SOME OF THE AREAS OF EACH PHASE OF WORK.
COORDINATE WORK SCHEDULE WITH THE CONTRACTING
OFFICER.
13. THE ELEVATOR SYSTEM REFURBISHMENT TO BE COMPLETED
AFTER THE SECOND FLOOR WORK IS COMPLETED.
14. CONTRACTORS WILL BE ESCORTED IN SECURE AREAS
DURING THE WORK. THE GOVERNMENT WILL BE PROVIDING
ESCORTS TO THE CONTRACTOR AT NO EXTRA COST TO THE
CONTRACTOR. THE CONTRACTOR WILL HAVE TO SCHEDULE
WORK/ESCORTS WITH THE CONTRACTING OFFICER 2 WEEKS
IN ADVANCE.
15. EGRESS ROUTES MUST BE MAINTAINED DURING THE WORK
FOR THE OCCUPIED AREAS.
16. WHEN THE FIRE ALARM SYSTEM IS NOT OPERATIONAL, THE
CONTRACTOR IS TO PROVIDE A FIRE WATCH, COORDINATE
OUTAGE WITH BASE FIRE DEPARTMENT AND CONTRACTING
OFFICER.
17. CONSTRUCTION SUBMITTALS OF ASSEMBLIES THAT
PENETRATE THE SECURE BOUNDARY WILL HAVE AN
EXTENDED REVIEW PERIOD. THE CONTRACTOR IS TO
INCORPORATE A 45 REVIEW TIMELINE ON THESE ITEMS.
18. CONTRACTOR TO COORDINATE WITH THE CONTRACTING
OFFICER TO SCHEDULE THE POWER OUTAGE TO THE ENTIRE
FACILITY BETWEEN DECEMBER 21 AND JANUARY 5 TO
MINMIZE IMPACT TO THE TRAINING SQUADRON.
APPROVEDDRAWN
AIR EDUCATION AND TRAINING
COMMAND
DATEREVISION
UNITED STATES AIR
FORCE
MISSISSIPPI
FACILITY NUMBER:
SHEET OF
DRAWING NUMBER:
BILOXI
RECOMMENDED:
(Chief ofEngineering)
SUBMITTED:
(Chief of Contracts Design)
SHEET NAME:PROJECT NUMBER:
CHECKED: DATE:
DRAWN:
OFFICE OF CIVIL
ENGINEERS
KEESLER AIR FORCE BASE
G. REED
B1002
A
A R C H I T E C T S
1091 TOMMY MUNRO DR.
BILOXI, MS 39532
Telephone: 228.594.2323 www.egh.ms
STAMPENGINEERARCHITECT
FIRE PROTECTION
ENGINEERING:
I.C. THOMASSON &
ASSOCIATES, INC.
MECHANICAL,
ELECTRICAL, &
TELECOMM ENGINEER:
DELL CONSULTING, LLC
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
KLK 74
HAS
2/20/24
MAHG 17-1095
MAHG 171095 REPAIR
STENNIS HALL
PHASING PLAN G004NO
RT
H
SCALE: 1/16"=1'-0"
0'16' 16' 32' 1/16" = 1'-0"A109G004
1 1ST FLOOR OVERALL PHASING PLAN
1/16" = 1'-0"A109G004
2 2ND FLOOR OVERALL PHASING PLAN
718 SF
MECHANICAL
300 SF/OCC
2.4 OCC
163 SF
ELECTRICAL
300 SF/OCC
0.5 OCC
1393 SF
AUDITORIUM
15 SF/OCC
93 OCC
327 SF
OFFICE
100 SF/OCC
3.3 OCC
324 SF
OFFICE
100 SF/OCC
3.3 OCC
156 SF
OFFICE
100 SF/OCC
1.5 OCC
193 SF
OFFICE
100 SF/OCC
2 OCC
576 SF
CONFERENCE
100 SF/OCC
5.8 OCC
326 SF
OFFICE
100 SF/OCC
3.3 OCC
652 SF
I.T.
300 SF/OCC
2.2 OCC
537 SF
OFFICE
100 SF/OCC
5.4 OCC
806 SF
I.T.
300 SF/OCC
2.7 OCC283 SF
OFFICE
100 SF/OCC
2.8 OCC
1314 SF
STAFF
100 SF/OCC
13 OCC
1352 SF
STAFF
100 SF/OCC
13.5 OCC
208 SF
OFFICE
100 SF/OCC
2 OCC
392 SF
CONFERENCE
100 SF/OCC
4 OCC
252 SF
OFFICE
100 SF/OCC
2.5 OCC
863 SF
CLASSROOM
100 SF/OCC
8.6 OCC
895 SF
CLASSROOM
100 SF/OCC
9 OCC
895 SF
CLASSROOM
100 SF/OCC
9 OCC
815 SF
CLASSROOM
100 SF/OCC
8.1 OCC
462 SF
BREAK ROOM
100 SF/OCC
4.6 OCC
719 SF
MECHANICAL
300 SF/OCC
2.4 OCC
159 SF
ELECTRICAL
300 SF/OCC
0.5 OCC
656 SF
CLASSROOM
20 SF/OCC
32.8 OCC
657 SF
CLASSROOM
20 SF/OCC
32.9 OCC
664 SF
CLASSROOM
20 SF/OCC
33.2 OCC
678 SF
CLASSROOM
20 SF/OCC
33.9 OCC
197 SF
BREAK ROOM
100 SF/OCC
2 OCC
720 SF
CLASSROOM
20 SF/OCC
36 OCC
564 SF
CLASSROOM
20 SF/OCC
28.2 OCC
646 SF
CLASSROOM
20 SF/OCC
32.3 OCC
712 SF
CLASSROOM
20 SF/OCC
35.6 OCC
359 SF
OFFICE
100 SF/OCC
3.6 OCC
346 SF
OFFICE
100 SF/OCC
3.5 OCC
278 SF
OFFICE
100 SF/OCC
2.7 OCC
467 SF
OFFICE
100 SF/OCC
4.7 OCC
227 SF
OFFICE
100 SF/OCC
2.3 OCC
366 SF
BREAK AREA
100 SF/OCC
3.7 OCC
748 SF
CLASSROOM
100 SF/OCC
7.5 OCC
748 SF
CLASSROOM
20 SF/OCC
37.4 OCC
753 SF
OFFICE
100 SF/OCC
7.5 OCC
707 SF
MECHANICAL
300 SF/OCC
2.4 OCC
156 SF
ELECTRICAL
300 SF/OCC
0.5 OCC
192 SF
OFFICE
100 SF/OCC
2 OCC
128 SF
OFFICE
100 SF/OCC
2 OCC
238 SF
OFFICE
100 SF/OCC
2.4 OCC
1315 SF
I.T.
300 SF/OCC
4.4 OCC
646 SF
CLASSROOM
20 SF/OCC
32.3 OCC
646 SF
CLASSROOM
20 SF/OCC
32.3 OCC
1239 SF
INSTRUCTOR
100 SF/OCC
12.4 OCC
658 SF
STORAGE
300 SF/OCC
2 OCC
218 SF
STORAGE
300 SF/OCC
0.7 OCC
514 SF
OFFICE
100 SF/OCC
5.1 OCC
188 SF
OFFICE
100 SF/OCC
1.8 OCC
247 SF
OFFICE
100 SF/OCC
2.5 OCC
621 SF
MECHANICAL
300 SF/OCC
2.1 OCC
531 SF
ELECTRICAL
300 SF/OCC
1.8 OCC
81 SF
RISER
300 SF/OCC
0.3 OCC
1543 SF
MECHANICAL
300 SF/OCC
5.1 OCC250 SF
OFFICE
100 SF/OCC
2.5 OCC
219 SF
OFFICE
100 SF/OCC
2.1 OCC
546 SF
OFFICE
100 SF/OCC
5.5 OCC
188 SF
STORAGE
300 SF/OCC
0.6 OCC
686 SF
CLASSROOM
20 SF/OCC
34.3 OCC
677 SF
CLASSROOM
20 SF/OCC
33.9 OCC
1300 SF
CLASSROOM
20 SF/OCC
65 OCC
250 SF
OFFICE
100 SF/OCC
2.5 OCC
132 SF
OFFICE
100 SF/OCC
1.3 OCC
228 SF
OFFICE
100 SF/OCC
2.3 OCC
223 SF
STORAGE
300 SF/OCC
0.7 OCC
OCC
REQ
PROV
68" 68"
OCC
REQ
PROV
68"
68"
136 SF
STO
100 SF/OCC
1.4 OCC
1975 SF
CLASSROOM
100 SF/OCC
20 OCC
OCCREQPROV
16533"33"
OCC
REQ
PROV165
33"
33"
OCC
REQ
PROV
16533"33"
OCCREQPROV
16533"33"
147 SF
ENTRY
158 SF
ELECTRICAL
300 SF/OCC
0.5 OCC
721 SF
MECHANICAL
300 SF/OCC
2.4 OCC
590 SF
CLASSROOM
20 SF/OCC
29.5 OCC
643 SF
CLASSROOM
20 SF/OCC
32.1 OCC 177 SF
OFFICE
100 SF/OCC
1.8 OCC
430 SF
OFFICE
100 SF/OCC
4.3 OCC
621 SF
CLASSROOM
20 SF/OCC
31 OCC
129 SF
OFFICE
100 SF/OCC
1.3 OCC
111 SF
STOR
100 SF/OCC
1.1 OCC
208 SF
OFFICE
100 SF/OCC
2 OCC266 SF
OFFICE
100 SF/OCC
2.6 OCC
806 SF
STORAGE
300 SF/OCC
2.7 OCC
589 SF
CONF ROOM
100 SF/OCC
5.9 OCC
886 SF
CLASSROOM
20 SF/OCC
44.3 OCC
109 SF
CLO
300 SF/OCC
0.3 OCC
192 SF
COMM
300 SF/OCC
0.6 OCC
375 SF
BREAK ROOM
100 SF/OCC
3.8 OCC
1026 SF
CONFERENCE ROOM
100 SF/OCC
10.2 OCC
406 SF
OFFICE
100 SF/OCC
40.1 OCC
238 SF
STORAGE
300 SF/OCC
0.8 OCC
383 SF
STORAGE
300 SF/OCC
1.3 OCC
916 SF
CLASSROOM
20 SF/OCC
45.8 OCC
912 SF
CLASSROOM
20 SF/OCC
45.6 OCC
912 SF
CLASSROOM
20 SF/OCC
45.6 OCC
912 SF
CLASSROOM
20 SF/OCC
45.6 OCC
720 SF
MEETING
100 SF/OCC
7.2 OCC
727 SF
MECHANICAL
300 SF/OCC
2.4 OCC
156 SF
ELECTRICAL
300 SF/OCC
0.5 OCC
812 SF
CLASSROOM
20 SF/OCC
40.6 OCC
831 SF
CLASSROOM
20 SF/OCC
41.6 OCC
734 SF
CLASSROOM
20 SF/OCC
36.7 OCC
692 SF
CLASSROOM
20 SF/OCC
34.6 OCC
502 SF
CLASSROOM
20 SF/OCC
25 OCC
524 SF
CLASSROOM
20 SF/OCC
26.2 OCC
592 SF
CLASSROOM
20 SF/OCC
29.6 OCC
135 SF
COMM
300 SF/OCC
0.5 OCC
579 SF
CLASSROOM
20 SF/OCC
29 OCC
213 SF
OFFICE
100 SF/OCC
2.1 OCC
212 SF
OFFICE
100 SF/OCC
2.1 OCC
111 SF
OFFICE
100 SF/OCC
1.1 OCC
140 SF
OFFICE
100 SF/OCC
1.4 OCC
142 SF
OFFICE
100 SF/OCC
1.4 OCC
116 SF
OFFICE
100 SF/OCC
1.1 OCC
178 SF
OFFICE
100 SF/OCC
1.8 OCC
178 SF
OFFICE
100 SF/OCC
1.8 OCC
186 SF
OFFICE
100 SF/OCC
1.8 OCC
154 SF
OFFICE
100 SF/OCC
1.5 OCC
780 SF
OFFICE
100 SF/OCC
7.8 OCC
746 SF
CLASSROOM
20 SF/OCC
37.3 OCC
704 SF
MECHANICAL
300 SF/OCC
2.3 OCC
154 SF
ELECTRICAL
300 SF/OCC
0.5 OCC
693 SF
OFFICE
100 SF/OCC
6.9 OCC
731 SF
OFFICE
100 SF/OCC
7.3 OCC
715 SF
CLASSROOM
20 SF/OCC
35.8 OCC
734 SF
CLASSROOM
20 SF/OCC
36.7 OCC
66 SF
STOR
300 SF/OCC
0.2 OCC
66 SF
STOR
300 SF/OCC
0.2 OCC
834 SF
CLASSROOM
20 SF/OCC
41.7 OCC
833 SF
CLASSROOM
100 SF/OCC
8.3 OCC
829 SF
CLASSROOM
20 SF/OCC
41.5 OCC
810 SF
CLASSROOM
20 SF/OCC
40.5 OCC
722 SF
MECHANICAL
300 SF/OCC
2.4 OCC
153 SF
ELECTRICAL
300 SF/OCC
0.5 OCC
739 SF
CLASSROOM
100 SF/OCC
7.4 OCC
744 SF
CLASSROOM
100 SF/OCC
7.4 OCC
776 SF
CLASSROOM
100 SF/OCC
7.8 OCC
409 SF
OFFICE
100 SF/OCC
4 OCC
813 SF
OFFICE
100 SF/OCC
8.1 OCC
814 SF
CLASSROOM
100 SF/OCC
8.1 OCC
814 SF
BREAK ROOM
100 SF/OCC
8.1 OCC
813 SF
CLASSROOM
20 SF/OCC
40.7 OCC
784 SF
CLASSROOM
100 SF/OCC
7.8 OCC
787 SF
CLASSROOM
100 SF/OCC
7.9 OCC
785 SF
CLASSROOM
100 SF/OCC
8 OCC
786 SF
CLASSROOM
100 SF/OCC
8 OCC
91 SF
STOR
300 SF/OCC
0.3 OCC
91 SF
STOR
300 SF/OCC
0.3 OCC
91 SF
STOR
300 SF/OCC
0.3 OCC
91 SF
STOR
300 SF/OCC
0.3 OCC
91 SF
STOR
300 SF/OCC
0.3 OCC
91 SF
STOR
300 SF/OCC
0.3 OCC
91 SF
STOR
300 SF/OCC
0.3 OCC
91 SF
STOR
300 SF/OCC
0.3 OCC
881 SF
CLASSROOM
20 SF/OCC
44 OCC
OCC
REQ
PROV
54" 54"
OCC
REQ
PROV
54" 54"
OC
C
RE
Q
PR
OV
" OC
C
RE
Q
PR
OV
OC
C
RE
Q
PR
OV
OC
C
RE
Q
PR
OV
B - BUSINESS - 1:100
LEGEND - LIFE SAFETY
U - UTILITY
STORAGE - 1:300
MECH/ELEC - 1:300
EXIT EGRESS1 HR FIRE RATING
EXIT SIGNAGE
57 / 64
12.4" REQ.
33" PROV.
REQUIRED NO. OF PEOPLE
SERVED / ACTUAL NO. OF
PEOPLE SERVED
REQUIRED
OPENING
WIDTH
ACTUAL OPENING WIDTH
A3 - ASSEMBLY
UNCONCENTRATED - 1:15
ASSEMBLY
DEAD END LENGTH
OCCUPANCY COUNT DETERMINATION
(OCCUPANT PER SQAURE FOOTAGE)
BUSINESS
UTILITY
ROOM NAME ROOM SQUARE
FOOTAGE
APPROXIMATE
OCCUPANT LOAD
(PERSONS)
OCCUPANT
LOAD FACTOR
ROOM
## SF/OCC
## OCC
## SF
E - EDUCATIONAL (CLASSROOM) - 1:20
EDUCATION
CODE INFORMATION - IBC 2018
APPLICABLE BUILDING CODES:
INTERNATIONAL EXISTING BUILDING CODE - 2018 EDITION
INTERNATIONAL BUILDING CODE - 2018 EDITION
NFPA 1 - FIRE CODE
NFPA 10 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS
NFPA 13 - STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS
NFPA 20 - STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS
FOR FIRE PROTECTION
NFPA 70 - NATIONAL ELECTRIC CODE
NFPA 72 - NATIONAL FIRE ALARM CODE
NFPA 90A - INSTALLATION OF AIR CONDITIONING AND VENTILATING
SYSTEMS
NFPA 101 -LIFE SAFETY CODE
NFPA 110 - EMERGENCY AND STANDBY POWER SYSTEMS
NFPA 220 - STANDARD ON TYPES OF BUILDING CONSTRUCTION
ARCHITECTURAL BARRIERS ACT
PHYSICAL BUILDING PROPERTIES:
EXISTING BUILDING AREA/ WORK AREA:
FIRST FLOOR (GROSS) 55,682 SF
SECOND FLOOR (GROSS) 54,875 SF
TOTAL GROSS AREA 110,557 SF
2 STORIES BUILDING HEIGHT: 30 FT
AUTOMATIC SPRINKLER SYSTEM: YES
INTERNATIONAL EXISTING BUILDING CODE:
ALTERATIONS TO ANY BUILDING SHALL COMPLY WITH THE
REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.
EXCEPTION 1. AN EXISTING STAIRWAY SHALL NOT BE
REQUIRED TO COMPLY WITH SECTION 1011 OF THE IBC
WHERE THE EXISTING SPACE AND CONSTRUCTION DOES
NOT ALLOW A REDUCTION IN PITCH OR SLOPE.
EXCEPTION 2. HANDRAILS OTHERWISE REQUIRED TO
COMPLY WITH SECTION 1011.11 OF THE IBC SHALL NOT BE
REQUIRED TO COMPLY WITH THE REQUIREMENTS OF
SECTION 1014.6 OF THE IBC REGARDING FULL EXTENSION OF
THE HANDRAILS WHERE SUCH EXTENSIONS WOULD BE
HAZARDOUS BECAUSE OF PLAN CONFIGURATION.
SECTION 802.2.1 EXISTING VERTICAL OPENINGS
EXISTING INTERIOR VERTICAL OPENING CONNECTING TWO
OR MORE FLOORS SHALL B ENCLOSED WITH APPROVED
ASSEMBLIES HAVING A FIRE-RESISTANCE RATING OF NOT
LESS THAN 1 HOUR WITH APPROVED OPENING PROTECTION
EXCEPTION 5.2.IN GROUP B OCCUPANCIES, A
MINIMUM 30-MINUTE ENCLOSURE SHALL BE PROVIDED
TO PROTECT ALL VERTICAL OPENINGS NOT
EXCEEDING THREE STORIES. THIS ENCLOSURE SHALL
NOT BE REQUIRED IN THE IN BUILDINGS PROTECTED
BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM.
SECTION 802.2.3 SUPPLEMENTAL STAIRWAY ENCLOSURE REQS
WHERE THE WORK AREA ON ANY FLOOR EXCEEDS 50 PERSON
OF THAT FLOOR AREA, STAIRWAYS THAT ARE PART OF THE
MEANS OF EGRESS SERVING THE WORK AREA SHALL, AT A
MINIMUM, BE ENCLOSED WITH SMOKE-TIGHT CONSTRUCTION
ON THE HIGHEST WORK AREA FLOOR AND ALL FLOOR BELOW.
SECTION 803.1.1 CORRIDOR RATINGS
WHERE AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS
INSTALLED THROUGHOUT THE STORY, THE REQUIRED FIRE-
RESISTANCE RATING FOR ANY CORRIDOR LOCATED ON THE
STORY SHALL BE PERMITTED TO BE REDUCED IN
ACCORDANCE WITH THE IBC. IN ORDER TO BE CONSIDERED
FOR A CORRIDOR RATING REDUCTION, SUCH SYSTEM SHALL
PROVIDE COVERAGE FOR THE STAIRWAY LANDINGS SERVING
THE FLOOR AND THE INTERMEDIATE LANDINGS IMMEDIATELY
BELOW.
SECTION 803.2.2 GROUP B
WORK AREAS THAT HAVE AN OCCUPANT LOAD OVER 30 AND
WORK AREAS THAT EXCEED 50 PERCENT OF THE FLOOR AREA
SHALL BE PROVIDED WITH AN AUTOMATIC SPRINKLER
SYSTEM.
SECTION 805.2 GENERAL
THE MEANS OF EGRESS SHALL COMPLY WITH THE
REQUIREMENTS OF THIS SECTION
EXCEPTION 1. WHERE THE WORK AREA AND THE
MEANS OF EGRESS SERVING IT COMPLIES WITH NFPA
101. INTERNATIONAL BUILDING CODE:
SECTION 901.2 COMPLIANCE (ALTERATIONS - LEVEL 3)
WORK SHALL CONFORM TO CHAPTERS 7 & 8 (LEVELS 1 & 2) IN
ADDITION TO ITEMS LOCATED IN CHAPTER 9.
INTERNATIONAL BUILDING CODE:
OCCUPANCY
304 GROUP B
CONSTRUCTION TYPE: IIB (NFPA 101 = TYPE II 000)
STRUCTURAL ELEMENT
PRIMARY STRUCTURAL FRAME
INTERIOR BEARING WALLS
EXTERIOR BEARING WALLS
FLOOR CONSTRUCTION
ROOF CONSTRUCTION
FIRE RESISTANCE RATING
TABLE 503 - ALLOWABLE BUILDING HEIGHTS AND AREAS:
CONSTRUCTION TYPE:
OCCUPANCY:
ALLOWED STORIES:
ACTUAL STORIES:
ALLOWED HEIGHT:
ACTUAL HEIGHT:
ALLOWED AREA:
ACTUAL AREA:
IIB
75 FT
30 FT
69,000 SF
110,557 SF
CODE INFORMATION - EGRESS
EGRESS COMPONENTS (1005.3):
MINIMUM EXIT WIDTH FOR DOORS (1005.3.2)
REQUIRED: 0.20" PER OCCUPANT
0.20 x 76 = 15.2" REQUIRED
PROVIDED: 64"
TABLE 1005.3.1 - STAIRWAY CAPACITY
REQUIRED: 1,340 OCC X 0.2" (SPRINKLER EXCEPTION) = 268"
PROVIDED: 328", 6 STAIRWAYS
COMMON PATH OF EGRESS TRAVEL (1006.2.1)
REQUIRED: 75 FEET MAX (EDUCATION SPRINKLERED)
PROVIDED: 65 FEET
SEPARATION OF EXITS (1007.1.1)
REQUIRED: 16' - 9" (1/3 OF DIAGONAL DIM OF AREA SERVED)
PROVIDED: 20' - 0"
SECTION 1009.3.2 - STAIRWAYS - ACCESSIBLE 48" MIN CLEAR WIDTH & AREA OF
REFUGE
EXCEPTION 1. THE CLEAR WIDTH OF 48" BETWEEN HANDRAILS IS
NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT W/ AN
AUTOMATIC SPRINKLER SYSTEM
SECTION 1009.3.3 - AREA OF REFUGE
EXCEPTION 2. AREAS OF REFUGE ARE NOT REQUIRED AT
STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT W/ AN
AUTOMATIC SPRINKLER SYSTEM
EXIT ACCESS TRAVEL DISTANCE (1017.2)
REQUIRED: 250 FEET MAX (EDUCATION - SPRINKLERED)
PROVIDED: 179' - 9" AT MAXIMUM DISTANCE
CORRIDOR FIRE RESISTANCE RATING (1020.1)
REQUIRED: 0-HR RATING FOR EDUCATION, SPRINKLERED
CORRIDOR WIDTH (1020.2)
REQUIRED: 72 INCHES MIN
PROVIDED: 96 INCHES
DEAD END CORRIDOR (1020.4)
REQUIRED: 50 FEET MAXIMUM
PROVIDED: N/A
NOTE: NO DOORS OR EGRESS PATHS ARE AFFECTED BY PROPOSED WORK.
APPROVEDDRAWN
AIR EDUCATION AND TRAINING
COMMAND
DATEREVISION
UNITED STATES AIR
FORCE
MISSISSIPPI
FACILITY NUMBER:
SHEET OF
DRAWING NUMBER:
BILOXI
RECOMMENDED:
(Chief ofEngineering)
SUBMITTED:
(Chief of Contracts Design)
SHEET NAME:PROJECT NUMBER:
CHECKED: DATE:
DRAWN:
OFFICE OF CIVIL
ENGINEERS
KEESLER AIR FORCE BASE
G. REED
B1002
A
A R C H I T E C T S
1091 TOMMY MUNRO DR.
BILOXI, MS 39532
Telephone: 228.594.2323 www.egh.ms
STAMPENGINEERARCHITECT
FIRE PROTECTION
ENGINEERING:
I.C. THOMASSON &
ASSOCIATES, INC.
MECHANICAL,
ELECTRICAL, &
TELECOMM ENGINEER:
DELL CONSULTING, LLC
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
KLK 74
CFW
2/20/24
MAHG 17-1095
MAHG 171095 REPAIR
STENNIS HALL
OVERALL LIFE SAFETY
PLANS LS100NO
RT
H
SCALE: 1/16"=1'-0"
0'16' 16' 32'
1/16" = 1'-0"A109LS100
1 1ST FLOOR - OVERALL LIFE SAFETY PLAN
1/16" = 1'-0"A109LS100
2 2ND FLOOR - OVERALL LIFE SAFETY PLAN
UP
UP
UP
DN
DN
DN
1 2 3 4 5 6 7 8 9
MECHANICAL
ELECTRICAL
101A
AUDITORIUM
102/103
OFFICE
STO
104A
OFFICE
105C
OFFICE
105A
OFFICE
105B
CONFERENCE
OFFICE
I.T.
OFFICE
109A
I.T.
109BOFFICE
STAFF
111A
STAFF
111B
OFFICE
CONFERENCE
OFFICE
114CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
BREAK ROOM
MECHANICAL
ELECTRICAL
120A
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
BREAK ROOM
CLASSROOM
CLASSROOM
CLASSROOM
135 RESTROOM
155B
RESTROOM
140B
COMM
Room 155H
CL
155I
OFFICE
OFFICE
OFFICE
OFFICE
137RESTROOM
140A
BREAK AREA
RESTROOM
155A
CLASSROOM
COMM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
137RESTROOM
140A
BREAK AREA
CLASSROOM
CLASSROOM
OFFICE
MECHANICAL
ELECTRICAL
146A
OFFICE
148B
OFFICE
147B
OFFICE
147A
CLO
I.T.
148A
CLASSROOM
CLASSROOM
INSTRUCTOR
154A
STORAGE
154B
STORAGE
154C
OFFICE
154D
ENTRY
OFFICE
154E
OFFICE
CLO
MECHANICAL
ELECTRICAL
163A
RISER
163B
MECHANICAL
CLO
OFFICE
157A
OFFICE
157B
STO
OFFICE
153B
STORAGE
153C
CLASSROOM
CLASSROOM
CLASSROOM
CLO
OFFICE
141A
OFFICE
141B
OFFICE
139C
STORAGE
ELEV EQUIP
RESTROOM
155A
AD105
AD105
AD107
AD107
AD107
AD107
AD105
AD105
AD105
LOADING
DOCK
D6
D6
D6
D6
D3
D3
D3
D3
D5
D2
D2
D1 D1
D4
D4
D4 D4 D4
D4 D4D4
D4
D4
D4
D4
D4
AD108
+/- 60 SF
+/- 40 SF
+/- 40 SF
D7
D7
D7
CLASSROOM
153A
D8 D8
D7
+/- 80 SF
1 2 3 4 5 6 7 8 9
ELECTRICAL
204B
MECHANICAL
204A
CLASSROOM
204C
CLASSROOM
OFFICE
OFFICE
CLASSROOM
OFFICE
210A
STOR
210B
OFFICE
210COFFICE
210D
RESTROOM
STORAGE
CONF ROOM
228A
CLASSROOM
CLO
228B
COMM
230 BREAK ROOM
RESTROOM
CONFERENCE
ROOM
OFFICE
STORAGE
222B
STORAGE
222A
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
MEETING
222C
MECHANICAL
221A
ELECTRICAL
221B
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
COMM
CLASSROOM
CORRIDOR
AD108
ELEC
OFFICE
OFFICE
RESTROOM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
CLASSROOM
MECHANICAL
246A
ELECTRICAL
246B
OFFICE
OFFICE
CLASSROOM
CLASSROOM
252A
STOR
253A
STOR
252B
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
MECHANICAL
263A
ELECTRICAL
263B
CLASSROOM
CLASSROOM
OFFICE
OFFICE
251A
CLASSROOM
255A
BREAK ROOM
250A
CLASSROOM
248A
CLASSROOM
CLASSROOM
232A
CLASSROOM
229A
CLASSROOM
227A
STOR
248B
STOR
STOR
250B
STOR
232B
STOR
255B
STOR
229B
STOR
251B
STOR
227B
RESTROOM
258A
RESTROOM
258B
AD106
AD106
AD106
AD106
D3D3
D3 D3
D6
D6
D1
D6
D6
D6
+/- 40 SF
D7
D8 D8
1. ALL INFORMATION IS BASED ON FIELD OBSERVATIONS AND CONTRACTING
OFFICER SUPPLIED DOCUMENTS AND MAY NOT REFLECT ACTUAL FIELD
CONDITIONS. UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS
DEPICTING EXISTING CONDITIONS OR UPON DISCOVERY OF UNKNOWN
CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS INDICATED IN
THE DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
CONTRACTING OFFICER, IN WRITING, OF THE CONDITION IN QUESTION BEFORE
PROCEEDING WITH WORK IN THAT AREA. CONTRACTOR IS TO FIELD VERIFY ALL
DIMENSIONS AND CONDITIONS OF MATERIALS TO BE DEMOLISHED, REPAIRED
OR RENOVATED.
2. ALL DIMENSIONS SHOWN FOR EXISTING WALLS TO REMAIN AND PARTITIONS TO
BE DEMOLISHED ARE APPROXIMATE AND FOR REFERENCE ONLY. CONTRACTOR
IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND CONDITIONS
SHOWN.
3. DASHED LINES ON PLAN/ DETAILS INDICATE ITEMS TO BE DEMOLISHED UNLESS
NOTED OTHERWISE. CONTRACTING OFFICER HAS RIGHT OF FIRST REFUSAL FOR
EQUIPMENT. DEMOLITION MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A
LEGAL LANDFILL.
4. PATCH CMU & GYP BD SURFACES TO ACCOMMODATE NEW WORK.
5. CONTRACTOR SHALL CLEAN ALL WORK AREAS AT THE END OF EACH DAY.
CONTRACTOR IS NOT ALLOWED TO STOCKPILE DEMOLITION MATERIALS ON SITE.
ALL MATERIALS TO BE REMOVED IN A TIMELY FASHION.
6. COORDINATE THE WORK SCHEDULE TO MINIMIZE DISRUPTION AND
DISPLACEMENT OF BUILDING OCCUPANTS.
7. MECHANICAL AND/OR ELECTRICAL WORK SHALL BE DONE BY A LICENSED
MECHANICAL/ ELECTRICAL CONTRACTOR AND SHALL BE IN ACCORDANCE WITH
ALL ASHRAE, NEC, AND SMACNA GUIDELINES.
8. FINAL BUILDING CLEANING: THE BUILDING SHALL BE CLEAR OF ALL DEBRIS,
DEMOLITION RELATED AND NON-RELATED REFUSE AND WASTE (BASIC TRASH).
9. PORTIONS OF WORK ARE SECURE. WORK IN SECURE AREAS WILL NEED TO BE
COORDINATED WITH THE CONTRACTING OFFICER. WORK IN SECURE AREAS
WILL REQUIRE FULL TIME GOVERNMENT ESCORTS. USE OF SIGNAL SENDING
AND/ OR RECEIVING ELECTRONICS SHALL BE CLEARED BY THE CONTRACTING
OFFICER.
10. REMOVE & REINSTALL CEILING FOR INSTALL OF NEW ELEC FEEDERS FROM
ROOM 163A TO 101A. PATCH SECURE WALL BOUNDARY AT PENETRATION - SEE
ELECTRICAL.
DEMOLITION GENERAL NOTES
SEE SHEETS AD105 THRU AD107 FOR SPECIFIC DEMOLITION KEY NOTES
1. SEE ENLARGED DEMO FLOOR PLANS FOR SPECIFIC DEMOLITION KEYNOTES &
INFORMATION.
2. SEE MECHANICAL, PLUMBING, TELECOMMUNICATIONS & ELECTRICAL FOR
FURTHER DEMOLITION INFORMATION.
3. SEE REFERENCE DEMOLITION PHOTOS FOR FURTHER INFORMATION ON
DEMOLITION ITEMS.
4. ON ALL DEMOLITION ITEMS, PREPARE ALL ABUTTING SURFACES FOR RENOVATION
SCOPE INSTALL OR RE-INSTALL OF EXISTING MATERIALS AS NOTED/ SCHEDULED.
DEMOLITION FLOOR PLAN NOTES
DEMOLITION KEYNOTE
SECURE AREAS
BUILDING DEMO LEGEND
X
CRAC UNIT TO BE REMOVED
MECH TO BE REMOVED
REMOVE ELEVATOR EQUIPMENT. PREP FOR NEW IN SHAFT & MECH
ROOM.
REMOVE CHILLER & PREP FOR NEW - SEE MECH.
REMOVE AHU AND ASSOCIATED EQUIPMENT AND PREP FOR NEW -
SEE MECH, ELEC & FIRE PROTECTION.
REMOVE CRAC UNITS & PREP FOR NEW - SEE MECH. PREPARE
SURROUNDING AREA TO RECEIVE NEW FINISHES PATCH WORK AS
REQUIRED, ADJUST EXIST RAISED ACCESS FLOOR PANELS FOR
NEW UNIT.
REMOVE MDP - SEE ELEC.
ADJUST RESTROOMS - SEE ENLARGED PLANS AND PLUMBING.
REMOVE CEILING TILE AND STORE FOR REUSE. STABILIZE
EXISTING ASSOCIATED EQUIPMENT & GRID. ADJUST GRID
HANGERS, PREPARE FOR REINSTALLATION OF TILES & EQUIPMENT.
PROVIDE TEMP HVAC DURING WORK - SEE MECH.
KEYNOTES - OVERALL DEMO
D1
D2
D3
D4
D5
D6
D7
(THIS SHEET ONLY)
D8
APPROVEDDRAWN
AIR EDUCATION AND TRAINING
COMMAND
DATEREVISION
UNITED STATES AIR
FORCE
MISSISSIPPI
FACILITY NUMBER:
SHEET OF
DRAWING NUMBER:
BILOXI
RECOMMENDED:
(Chief ofEngineering)
SUBMITTED:
(Chief of Contracts Design)
SHEET NAME:PROJECT NUMBER:
CHECKED: DATE:
DRAWN:
OFFICE OF CIVIL
ENGINEERS
KEESLER AIR FORCE BASE
G. REED
B1002
A
A R C H I T E C T S
1091 TOMMY MUNRO DR.
BILOXI, MS 39532
Telephone: 228.594.2323 www.egh.ms
STAMPENGINEERARCHITECT
FIRE PROTECTION
ENGINEERING:
I.C. THOMASSON &
ASSOCIATES, INC.
MECHANICAL,
ELECTRICAL, &
TELECOMM ENGINEER:
DELL CONSULTING, LLC
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
KLK 74
HAS
2/20/24
MAHG 17-1095
MAHG 171095 REPAIR
STENNIS HALL
OVERALL DEMO PLANS AD1001/16" = 1'-0"A109AD100
1 1ST FLOOR OVERALL DEMO
1/16" = 1'-0"A109AD100
2 2ND FLOOR OVERALL DEMO
NO
RT
H
SCALE: 1/16"=1'-0"
0'16' 16' 32'
1 2
ELECTRICAL
101A
MECHANICAL
AUDITORIUM
102/103
M1
VFDJCI AD
V
AD
V
AD
V
M6
M5
M7
M2
M4
M6
M3
FD FD
M2
M5
M9
M9
8 9
ELECTRICAL
120A
MECHANICAL
CLASSROOM
M5
VFD JCI
AD
V
AD
V
M6
CO
M2
M4 M1
M3
FD FD
M6
AD
V
AD
V
M5
M2
M9
M9
8 9
ELECTRICAL
163A
RISER
163B
MECHANICAL
M8
JCI VFD
VFD VFD
M5
M6
M4FD FD FD
T
T
M1
FD
CO
M2
M1
M6
AD
AD121
M2
M3
M5
M9
M9
1 2
MECHANICAL
ELECTRICAL
146A
M2
VFDJCI
AD
V
AD
V
FD
M5
M4
M6
M3 M1
M6
M5
M2
M9
M9
HOUSEKEEPING PAD TO REMAIN.
MECHANICAL UNIT TO BE REMOVED, PREP FOR NEW - SEE MECH.
FLOOR DRAIN TO REMAIN - SEE MECH FOR REMOVAL OF CONDENSATE LINE.
DUCTWORK TO BE REMOVED - SEE MECH FOR EXTENTS. SEE FD FOR SMOKE DETECTOR
REQUIREMENTS.
OVERHEAD DUCTWORK TO BE REMOVED - SEE MECH SEE FD FOR SMOKE DETECTOR
REQUIREMENTS.
SHEET METAL PLENUM & DUCTWORK TO BE REMOVED. PREP EXIST LOUVER FOR NEW
BLANK OFF PLATE.
FIRE SPRINKLER & PIPING TO BE ADJUSTED / REPLACED FOR NEW DUCTWORK ACCESS -
SEE FIRE PROTECTION.
ELECTRICAL EQUIPMENT TO BE REMOVED - SEE ELEC.
SAW CUT HOLE IN SECOND FLOOR FOR NEW DUCTWORK RUNNING BETWEEN FIRST
FLOOR & SECOND FLOOR MECH ROOMS. CONTRACTOR TO PROVIDE BRACING OF FLOOR
DURING THIS WORK. OPEN WALLS ON FIRST FLOOR TO ALLOW FOR CONNECTIONS TO
EXISTING STRUCTURE - SEE NEW WORK PLANS FOR SIZING.
KEYNOTES - ENLARGED DEMO
M1
M2
M3
M4
M5
M6
M7
M8
(APPLIES TO SHEETS AD105 -…
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